BASED ON THE SOLUTION OF THE THREE-DIMENSIONAL DYNAMIC PROBLEM IN THE THEORY OF ELASTICITY, THE OPTIMIZATION OF GEOMETRIC DIMENSIONS FOR PASSIVE VIBRATION PROTECTION SYSTEMS IS PRESENTED

14.04.2024 International Scientific Journal "Science and Innovation". Series A. Volume 3 Issue 4

Mirsaidov Mirziyod, Yuldashev Fakhriddin Sharafitdin ugli

Abstract. The problem of vibration propagation in soils caused by vehicle movement has been addressed. The finite element method has been employed, and radiation conditions have been applied at the boundaries. The effectiveness of passive vibration mitigation systems placed between the vehicle source and the protected structure has been investigated. Optimization of the geometric parameters of the screening trench has also been undertaken

Keywords: theory of elasticity, vibration, soil, transport structure, vibration protection, trench, amplitude of vibrations